STEEL DESIGN W/ ACCESS
STEEL DESIGN W/ ACCESS
6th Edition
ISBN: 9781337761499
Author: Segui
Publisher: CENGAGE L
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Chapter 1, Problem 1.5.6P

The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular cross section of 0. 2 0 11 in . 2 in area and a gage length (the length over which the elongation is measured) of 2.000 inches. The specimen was not loaded to failure.

a. Generate a table of stress and strain values.

b. Plot these values and draw a best-fit line to obtain a stress-strain curve.

c. Determine the modulus of elasticity from the slope of the linear portion of the curve.

d. Estimate the value of the proportional limit.

e. Use the 0. 2 % offset method to determine the yield stress.

Chapter 1, Problem 1.5.6P, The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular , example  1

Chapter 1, Problem 1.5.6P, The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular , example  2

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